Summary for Test 2019-12-23-11-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 213856
DEA: 112888U4
EFIS: 1118000199
DIST-CO-RTE-PM11-SD-11,125,905-Various
Award Date05/09/2019
Closeout Date09/14/2023
Work DescriptionCONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date12/23/2019 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing01/06/2020 Sample typeQuality Assurance
A brief description of the sampleelastomeric bearing pad The quantity of what the sample constitutes7
From where was the sample collectedManufacturer First name of sampler or witnessed byKayla
Last name of sampler or witnessed byWallace Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDynamic Rubber
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15570D, 15570E, 15570C, 15570F, V
Material/Compound/Elastomer IDna Samples Representing7
Description (size)2.88x21x22 CommentsUnknown
Description (Number of Shims)5 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-12-23-11
DIME Test ID: 2019-12-23-11-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2020-01-14

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: randelin
Date of test: 01/08/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076
Sample 1 Tear Strength: 0
Sample 2 Median Thickness: 0.078
Sample 2 Tear Strength: 209.8
Sample 3 Median Thickness: 0.072
Sample 3 Tear Strength: 211.3
Sample 4 Median Thickness: 0.074
Sample 4 Tear Strength: 212.1
Sample 5 Median Thickness: 0.065
Sample 5 Tear Strength: 216
UTM: 2kip
Median of the Tear Strength Values: 211.3 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 4

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 5

Test was verified on 1/14/2020 ✔